{"id":"W2074606760","doi":"10.1520/gtj103645","title":"New Three-Way Split Mold Design and Experimental Procedure for Testing Soft, Grouted Soils","year":2011,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Grout; Cementitious; Soil water; Soil test; Liquefaction; Hydraulic conductivity; Triaxial shear test; Shear strength (soil); Geology; Materials science; Shear (geology); Composite material; Cement; Soil science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002226898,0.001440365,0.0007336204,0.001060191,0.0004977343,0.0005797736,0.001364832,0.0007768077,0.003862863],"category_scores_gemma":[0.001949913,0.0005600255,0.000802147,0.0005701018,0.000782637,0.0005904017,0.0006800781,0.001151386,0.0008999312],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004950893,"about_ca_system_score_gemma":0.001069524,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007006036,"about_ca_topic_score_gemma":0.002354101,"domain_scores_codex":[0.9981468,0.0002987393,0.0002361762,0.0003925517,0.0007598494,0.0001659345],"domain_scores_gemma":[0.9963425,0.0006360568,0.0006852232,0.000899895,0.00111954,0.0003168022],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006476658,0.001087844,0.001400464,0.0003236771,0.00002815363,0.00009699466,0.0001841199,0.002195168,0.9662289,0.0008795147,0.0002359265,0.02669159],"study_design_scores_gemma":[0.0001221392,0.01220273,0.008493781,0.00005153166,0.00008562395,0.0001416023,0.0001209023,0.00950329,0.9576014,0.0005195859,0.0110576,0.00009982883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.3620945,0.00029469,0.6225606,0.00008831245,0.0004278165,0.007560219,0.001467105,0.002128903,0.003378011],"genre_scores_gemma":[0.3211073,0.000255339,0.6637981,0.0001223933,0.00002798581,0.008560641,0.0007975291,0.0003558356,0.004974843],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003862863,"threshold_uncertainty_score":0.01292253,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.08488335161046998,"score_gpt":0.2469191395169975,"score_spread":0.1620357879065275,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}